2014
DOI: 10.1785/0120130139
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Pore-Pressure Response to Sudden Fault Slip for Three Typical Faulting Regimes

Abstract: The hydrological effects of earthquakes are determined by the style of fault displacement, rather than simply by the magnitude of the earthquake. In the past, many researchers used the analytical solution of Okada (1992) to estimate the porepressure field, which is derived through the stress field by Skempton's B coefficient, after the stress field is calculated from a given forced fault slip in Okada's method (Okada, 1992). This approach is a one-way coupling approach, as fluid has no effect on rock behavior,… Show more

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Cited by 13 publications
(4 citation statements)
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“…In this study we have modeled the spatiotemporal evolutions of ΔCFS generated by three typical faulting earthquakes in porous medium. The co-seismic pore pressure change patterns are similar to the results in previous study (Zhou & Burbey, 2014). The co-seismic ΔCFS patterns calculated by our FEM models are similar to the patterns computed by Okada's analytical solution in general, but in the near-fault area where the co-seismic pore pressure is large, the co-seismic ΔCFS is clearly different from that obtained using analytical solution.…”
Section: Discussionsupporting
confidence: 80%
“…In this study we have modeled the spatiotemporal evolutions of ΔCFS generated by three typical faulting earthquakes in porous medium. The co-seismic pore pressure change patterns are similar to the results in previous study (Zhou & Burbey, 2014). The co-seismic ΔCFS patterns calculated by our FEM models are similar to the patterns computed by Okada's analytical solution in general, but in the near-fault area where the co-seismic pore pressure is large, the co-seismic ΔCFS is clearly different from that obtained using analytical solution.…”
Section: Discussionsupporting
confidence: 80%
“…On this basis, some mechanisms commonly proposed to explain hydrological response to earthquakes can quickly be discounted in this case. For example, the local variations in polarity cannot be explained by volumetric strain associated with distal fault slip [e.g., Ge and Stover , ; Jónsson et al ., ; Zhou and Burbey , ]. With a lack of earthquake‐related changes in extensometer and inclinometer data, or any detected motion requiring mitigation after intermediate and far‐field earthquakes, the systematic hydrologic changes seem equally unlikely to be the result of volumetric strains associated with otherwise undetected movement of the now heavily engineered landslides.…”
Section: Discussionmentioning
confidence: 99%
“…They predicted maximum hydraulic head increases of about 130 m near the fault, which equates to pore fluid pressure increases of about 1.3 MPa. Zhou and Burbey (2014) modeled pore fluid pressure responses to sudden slip on normal, strike-slip, and reverse faults as a result of sudden fault plane slip at depths of about 5 km. They predicted maximum pore pressure increases near the fault on the order of 1's of MPa for decimeter-scale fault plane slip, and 10's of MPa for meter-scale fault plane slip.…”
Section: Discussionmentioning
confidence: 99%